Early life freeze/thaw durability of Type 1 polypropylene fibre and ground granulated blast furnace slag concretes

Richardson, Alan and Coventry, Kathryn (2010) Early life freeze/thaw durability of Type 1 polypropylene fibre and ground granulated blast furnace slag concretes. In: Second International Conference on Sustainable Construction Materials and Technologies, 28-30 June 2010, Università Politecnica delle Marche, Ancona, Italy.

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Abstract

This investigation considers the freeze/thaw durability characteristics of concrete produced with the addition of polypropylene fibres and ground granulated blast furnace slag (GGBS). Previous work [Richardson 2005] has shown monofilament fibres to be instrumental in maintaining the integrity of early life concrete when subject to freeze/thaw cycles. This work expands upon the earlier data collection by introducing a bye product (GGBS) as a partial cement replacement. The test methodology allows comparisons to be drawn between fibre and non fibre concretes with and without GGBS. Concrete cubes cured to four days were subjected to a maximum of 50 freeze/thaw cycles. It was found that there was a clear association with the use of monofilament fibres in concrete with regard to enhanced durability qualities, when compared to plain PC concrete and concrete mixes with partial GGBS cement replacement.

Item Type: Conference or Workshop Item (Paper)
Subjects: H200 Civil Engineering
K200 Building
Department: Faculties > Engineering and Environment > Mechanical and Construction Engineering
Depositing User: EPrint Services
Date Deposited: 15 Jul 2010 15:40
Last Modified: 31 Jul 2021 08:39
URI: http://nrl.northumbria.ac.uk/id/eprint/491

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